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GENERAL CONTRACTOR REQUIREMENTS Z a f�,
1. THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF APPROVED DRAWINGS OF THE WORK SITE AT ALL TIMES THAT THE ZS V
CONTRACTOR IS PERFORMING WORK.
2. THE CONTRACTOR SHALL VERIFY THAT ALL NECESSARY PERMITS FOR CONSTRUCTION HAVE BEEN OBTAINED PRIOR TO THE L
START OF CONSTRUCTION. y
3. WITHIN ALL NOTES PROVIDED IN THE PLANS.THE TERM'CONTRACTOR'SHALL MEAN THE GENERAL CONTRACTOR AND ANY SUBCONTRACTOR,VENDOR,OR SUPPLIER PERFORMING CONSTRUCTION ON THE SITECUTTER BAY SUBDIVISION. CO�
4. THE CONTRACTOR SHALL VERIFY EXISTING FIELD CONDITIONS AND REPORT ANY DISCREPANCIES OR CONFLICTS TO THE
ENGINEER PRIOR TO CONSTRUCTION.
°Ei5. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE DRAWINGS OR IN THE FIELD, r�
EITHER PRIOR TO BEGINNING WORK OR DURING CONSTRUCTION IN THE FIELD. 2 -__ TENT 2 t EASEMENT�g .A 1, 1``,
6. THE CONTRACTOR IS DIRECTED TO CONTACT THE UTILITY LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO BEGINNING (N.
CONSTRUCTION.
7. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO r na srr asr tt R Nj
CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. CS
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING INFRASTRUCTURE WITHIN THE PROJECT SITE OR p
ALONG ADJOINING PROPERTIES,INCLUDING BUT NOT LIMITED TO PAVEMENT,CURB,UTILITIES,SIDEWALK,LANDSCAPING, °u t v I Pt wt t K E O M
DRAINAGE PIPES.ETC.THE CONTRACTOR SHALL REPAIR AND/OR REPLACE AS REQUIRED ALL DAMAGED ITEMS IMMEDIATELY, I y O 1
IF NECESSARY,OR PRIOR TO THE END OF THE PROJECT AT NO COST TO THE OWNER.REPAIRS SHALL BE IN ACCORDANCE F i. t I li 't W $
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ITWITH LOCAL S PRIOR STATE.
REQUIREMENTS AND SHALL BRING THE DAMAGED ITEM TOACONDITION SUBSTANTIALLY EQUAL TO TOWNSHIP NO. 2 PAMLICO COUNTY NORTH CAROLINA tl tlh o t t t o k I- NJ
9. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER PRIOR TO MAKING FIELD ADJUSTMENTS IN THE EVENT OF '_' 5 ?ly I
CONFLICTS WITH WATER,SEWER,DRAINAGE,OR UTILITY LINES,EXISTING OR PROPOSED. i _ _ 0 ..
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10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL TRASH,CONSTRUCTION DEBRIS.AND I to of t' n 0Iw 1 N
ORGANIC MATERIAL OFF-SITE AND IN A LEGAL MANNER.
EROSION CONTROL PROVISIONS aoremra L I ,.,ran„rsE,aALr, eI O 0)
i. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE NC DEPARTMENT OF ENVIRONMENTAL, - C1Asip ; r• //., • 4_
2. LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL MAY NOT PROCEED rent am , 2 - xu 9z5 0
UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE ENGINEER. _____ ____ O
3. SCHEDULING OF A PRE-CONSTRUCTION CONFERENCE WITH THE ENGINEER AND EROSION CONTROL INSPECTOR IS REQUIRED ov a Lwis.rru,wnv ¢eic„rorvnv
PRIOR TO INITIATING LAND DISTURBING ACTIVITIES.72 HOUR NOTICE IS REQUIRED �- sanvrMwr --Z �- :'.5. nth
4. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION FOR ALL ��,, 5 fight gc r 2
EXPOSED SLOPES WITHIN 7 DAYS OF COMPLETION OF ANY PHASE OF GRADING ON PERIMETER AREAS AND SLOPES STANDARD LOT CORNER LOT
STEEPER THAN 3.1.ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 DAYS.
5. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER ■. gn � � / o� ...Tn TYPICAL LOT ENVELOPES&EASEMENTS
EACH MAJOR STORM EVENT FAILURE TO KEEP ALL EROSION CONTROL DEVICES IN PROPER WORKING ORDER MAY RESULT K,,,n.i 41111tes:aiilif
NOT TO SCALE
ITH STOP EER ORDERRESERVES
OR STHE IGHTTPENALTIES IRE ADDITIONA00 L
EDAM OF VIOLATION. 111WIP •6. THE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS ■ i -IMPLEMENTATINDAPPRTOBEINADEQUATE ,RALEIGH �\ 1.--
TO ��sn clgn]. ACCEPTANCE AND APPROVAL E I THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE WITH FEDERAL AND STATE WATER
QUALITY LAWS,REGULATION AND RULES.IN ADDITION LOCAL CITY AND COUNTY ORDINANCES OR RULES MAY ALSO APPLY 4T sl
LEASE BELANDVIISTD OF
HA RULE Y. BUFFERS ,g.7o I
B. AND
RIVER BASINS.
OF THESE RULES PROTECT AND ENFORCED BY DIVISION
OF WATER ALONG WATERCOURSES IN THE NEUSE _
AND TAR RIVER BASINS.THESE RULES ARE ENFORCED BY THE DIVISION OF WATER RESOURCES ss a g r �srgnl taunts PROJECT DATA
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F REFERENCES
GENERAL NOTES BAYBORO D REFERS DB 7zt Pc 4>4,DB 709 PG 395
DL 711 PG 35
1. ALLODISTANCESDAINFORMATION
ISL PROVIDED ON MEASUREMENTS,T NO FINAL FACTORS APPLIED. ) NCDOT SIGHT TRIANGLE MAP REFERENCES ... .......P7079636066 SLIDES 1595 T916f-11
...
2. BOUNDARON",AU MATIONE AS PROVIDEDCH THE ANCE(P TITLED'FINA PLAT L MARCH CUTTER BAY }�„� NOT TO SCALE PIN REFERENCES ..........657079635600,657141281BB00,
SUBDIVISION",AS PREPARED BY JOSEPH T CHANCE(PLS L-3666),DATED MARCH/5,2007.AND lila 4464LI �. 6 5 714 11 9 8]000 6571421098000
RECORDED IN MBA,SLIDES 159-5 THRU 161-1/IN THE 28000,O COUNTY REGISTRY. ��
3. PROPERTY ADDRESS=16581 NC HWY 55,MERRITT,NC 28556. USE DATA
{4. DEED REFERENCES=OB 721.PG 4,,DB 709,PG 395,DB 711.PG 35. \ SEINER INDIVIDUAL SEPTIC SYSTEMS
5. PLAT REFERENCE-PLAT CABINET A.SLIDES 159-5 THROUGH 161-11. ) WATER - PAMLICO COUNTY WATER
6. PIN REFERENCES-657079635600.6571412318000.657141155TSUX,6571421098006. NORTH CAROLINAIOW '- EXISTING IISE UNDEVELOPED/WOODED/WETLANDS
7. THIS PROPERTY IS NOT WITHIN 1/2 MILE OF A VOLUNTARY AGRICULTURE DISTRICT PROPOS SE SINGLE FAMILY RESIDENTIAL
8. FIRE DISTRICT-TRI-MERE. FIRE DISTRICT TRIMERE
9. THE ADJACENT PROPERTIES ARE GENERALLY LOW DENSITY SINGLE FAMILY RESIDENTIAL '�
PROPERTY,UNDEVELOPED AGRICULTURAL LAND,TRENT CREEK,AND THE BAY RIVER. PROPOSED SITE AREA TABULATIONS S
10. ALL ADJACENT,DASHED PROPERTY LINES ARE APPROXIMATE AND NOT SURVEYED LINES. ACREAGE OF
... 562144 AC ^`
OF 04 T A B/ SH 95AC /� V/
11. ELEVATIONS ARE BASED ON NAVD 1986 'DEVELOPABLE-ACREAGE 42049 �/I
12. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT. 1 ACREAGE IN LOTS 51654 AC I_
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING BENCHMARK(S) _{' ACREAGE I RIGHT OF-WAY 1544 AC ^`
PRIOR TO ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ACREAGERESERVED/COMMON 28.91 AC W
ENGINEER. NUMBER O O S 9
14. ALL PROPOSED CORNERS ARE TO BE MARKED WITH IRON PIPES,UNLESS OTHERWISE NOTED. AVERAGE LOT SIZE 227,962 SF
15. ANY AERIAL IMAGES SHOWN ARE FOR CONCEPTUAL AND SUPPLEMENTARY SMALLEST O SIZE 959535E
PURPOSES AND MAY NOT REFLECT ACTUAL FIELD CONDITIONS.IONS. LINEAR FEET OF STREET................... 10,99f L. 6
la SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, lit PROPOSED BUILT UPON AREA. _..... 100.90 AC
ENCUMBRANCES.RESTRICTIVE COVENANTS,OWNERSHIP TITLE EVIDENCE,OR ANY OTHER FACTS Bay River ir 1PROPOSED BUILT UPON AREA% ..... 23.99%
THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. C) SETBACKSCS
TRACT ARENTO BE REMOVED AND/OR OTHERWISCE RELOCATED PRIOR TOO
OOR DURING THE PROJECT EROSION CONTROL GENERAL NOTES I}`,.0, ,. FRONT YARD ....30'
SIDE STREET 30'
CONSTRUCTION AS SHOWN HEREIN.UNLESS OTHERWISE NOTED.EXISTING UTILITY SERVICES ARE i. IN THE EVENT OF A CONFLICT BETWEEN THE REQUIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL ACT,THE SUBMITTED PLAN • Q' SEEP 10 E
TO BE REMOVED AND OTHERWISE ABANDONED UNLESS OTHERWISE NOTED. AND/OR THE CONTRACT SPECIFICATIONS,THE MORE RESTRICTIVE REQUIREMENT SHALL PREVAIL. i
, a -
18. BUILDING SETBACKS: 2. THE LAND-DISTURBING ACTIVITY SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL OREAR D 414
a. FRONT.30 FEET PLAN. , `
b. SIDE STREET:20 FEET 3. THE LATEST APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE USED DURING PERIODIC UNANNOUNCED INSPECTIONS TO V
c. REAR:20 FEET DETERMINE COMPLIANCE AND A COPY OF THE PLAN MUST BE ON FILE AT THE JOB SITE.IF IT IS DETERMINED THAT THE IMPLEMENTED A\
d. SIDE 10 FEET PLAN IS INADEQUATE,THE ENGINEER MAY REQUIRE THE INSTALLATION OF ADDITIONAL MEASURES AND/OR THAT THE PLAN BE REVISED TO ��
e. OTHER SETBACKS AS SHOWN OR NOTED COMPLY WITH STATE LAW. AlpBay River
IS DRAINAGE AND UTILITY EASEMENTS ARE AS FOLLOWS: 4. IN ORDER TO COMPLY WITH THE INTENT OF THE ACT,THE SCHEDULING OF THE LAND-DISTURBING ACTIVITIES IS TO BE SUCH THAT BOTH O
a 10 FOOT EASEMENTS ALONG RIGHTS-OF-WAY. THE AREA OF EXPOSURE AND THE TIME BETWEEN THE LAND DISTURBANCE AND THE PROVIDING OFA GROUND COVER IS MINIMIZED.
b. 10 FOOT EASEMENTS CENTERED ALONG ALL SIDE LOT LINES. 5. UNLESS A TEMPORARY.MANUFACTURED,LINING MATERIAL HAS BEEN SPECIFIED,A CLEAN STRAW MULCH MUST BE APPLIED,ATA MINIMUM 11 i
Ii Trent Creek 4
c. 10 FOOT EASEMENTS ALONG ALL REAR LOT LINES. RATE OF 2 TONS/ACRE,TO ALL SEEDED AREAS.THE MULCH MUST COVER AT LEAST 75%i OF THE SEEDED AREA AFTER IT IS EITHER _ Iy
d. OTHER EASEMENTS AS SHOWN ON PLAT TACKED,WITH AN ACCEPTABLE TACKING MATERIAL.OR CRIMPED IN PLACE -Y�®`cir SITE
•
20.PROPOSED EASEMENTS OUTSIDE OF THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE 6. NEW OR AFFECTED CUT OR FILLED SLOPES MUST BE AT AN ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER.AND MUST BE `
COMMUNITY PROPERTY OWNER'S ASSOCIATION. PROVIDED WITH A GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN A MAXIMUM OF 7 CALENDAR DAYS OF COMPLETION OF ANY CONSTRUCTION SEQUENCE �.I
21.ANY OPEN SPACES SHALL BE MAINTAINED BY THE DEVELOPER UNTIL SUCH TIME AS THEY ARE PHASE(ROUGH OR FINALOF GRADING(ANNUAL RYE GRASS IS NOT IN THE APPROVED SEEDING SPECIFICATIONS NOR IS IT AN THE PROJECT CONSISTS OF CONTRUCTION OF A SINGLE-FAMILY RESIDENTIAL SUBDIVISION. - 7
CONVEYED TO AND MAINTAINED BY THE COMMUNITY PROPERTY OWNERS ASSOCIATION. ACCEPTABLE SUBSTITUTE FOR THE PROVIDING OF A TEMP .AORARY GROUND COVER). z
22.ALL STREETS TO BE PUBLIC(NC DEPARTMENT OF TRANSPORTATION).RIGHTS OF WAY TO BE 7. PROTECT ANY STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH SILT FENCE,STONE CHECK DAM,OR 1. OBTAIN SEDIMENTATION AND EROSION CONTROL PERMITS.
11,
MAINTAINED BY THE DEVELOPER UNTIL SUCH TIME AS MAINTENANCE RESPONSIBILITIES ARE ABC FILTER AS APPROPRIATE FOR SITE CONDITIONS. 2. OBTAIN BURN PERMITS(BY CONTRACTOR,IF REQ'O.) I_ E
ACCEPTED BY THE NC DEPARTMENT OF TRANSPORTATION. 8. PROVIDE SEEDING IN ACCORDANCE WITH THE SEEDING SCHEDULE. 3. INSTALL PERMIT SIGNING,JOB BOX,AND RAIN GAUGE AT THE PROJECT ENTRANCE.
23.ALL STREET RIGHT-OF-WAYS TO BE 60'. 9. SILT FENCE LOCATIONS ARE SHOWN BASED ON PROPOSED GRADING AND EXISTING TOPOGRAPHY CONDITIONS.CONTRACTOR TO ADJUST 4. SCHEDULE PRE-CONSTRUCTION CONFERENCE.
24.ALL STREET WIDTHS TOSE 20',MEASURED FROM EDGE OF PAVEMENT TO EDGE OF PAVEMENT. SILT FENCE LOCATION IN FIELD AS REQUIRED TO PREVENT SEDIMENT FROM LEAVING PROPOSED BUILDING LOTS. 5. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AT THE ACCESS POINTS TO BE USED(MAINTAIN DAILY).THE
25.ALL RIGHT OF WAY INTERSECTIONS TO HAVE 25'RADIUS AND EDGE OF PAVEMENT INTERSECT 10. CONSTRUCTION ENTRANCES SHALL BE FIELD LOCATED APPROXIMATELY AS SHOWN ON THE PLAN WITH MINOR FIELD ADJUSTMENTS AS CONTRACTOR AND ALL SUBCONTRACTORS SHALL ACCESS THE SITE VIA CONSTRUCTION ENTRANCES AS leill
RADII OF 30'. NECESSARY.REFER TO DETAILS FOR FOR TEMPORARY CONSTRUCTION ENTRANCE INSTALLATION AND MAINTENANCE DETAILS. SHOWN ON THE PLAN AND INSTALLED AS PER THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE DETAIL. O
25 DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT STREET INTERSECTIONS ACCORDING CONSTRUCTION ENTRANCES ARE TO BE MAINTAINED DAILY. THE CONTRACTOR SHALL TAKE NECESSARY ACTION TO ENSURE THAT THE TRACKING OF MUD AND DEBRIS
TO STATE STANDARDS. 11. CONCRETE WASHOUTS SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH EROSION CONTROL NOTES AND DETAILS:FIELD ONTO ADJACENT PAVED ROADWAYS IS MINIMIZED,AND SHALL DAILY REMOVE ALL MUD AND SEDIMENTS FROM St
27.FLOOD LINES SHOWN ARE DRAWN FROM AN ELECTRONIC OVERLAY OF THE DIGITAL FLOOD MAP LOCATE IN ACCESSIBLE LOCATION COORDINATED WITH APPROVING AUTHORITY,AWAY FROM STORM DRAINAGE INLETS AND SURFACE OFFSITE PAVEMENTS. Greets I , 1
FEMA CPN 720656000 K(PAMLICO COUNTY)EFFECTIVE DATE JUNE 19,2020.AS PROVIDED AND WATERS. 6. INSTALL TEMPORARY SILT FENCE AROUND THE PROJECT BOUNDARY AS SHOWN ON THE PLANS.INITIALLY
plli9aJ W CI).
SHOWN,PORTIONS OF THIS PROJECT SCALE WITHIN ZONE SHADED'X",AND ZONEABOVE SHOWN
12. DISTURBED AREA TOTAL IS ROUNDED UP TO 45 ACRES. PERFORM ONLY THAT CLEARING NECESSARY TO INSTALL PERIMETER EROSION CONTROL MEASURES AS
ESTABLISHED BY FEMA AND AS SHOWN.THIS REPORT IN NO WAY SUPERCEDES THE ABOVE SHOWN ON THE PLANS.
MENTIONED FIRM. 7. INSTALL TEMPORARY SILT FENCE OUTLETS. , -,-5. Alligator Loop\ Z
23 SECTION 404 WETLANDS AS SHOWN ARE AS PROVIDED ON THE"WETLAND SURVEY-CUTTER BAY", DEMOLITION NOTES 8. INSTALL INLET PROTECTION.IF NECESSARY.
AS DRAWN BY HERBERT J.NOBLES,JR.(PLS L-2]03)AND GATED DECEMBER 16 2023. 1. CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE-CALL CENTER(NC811)BY DIALING 8110R 1-800-6324949 AT LEAST 72 HOURS IN 9. INSTALL SEDIMENT BASINS AS SHOWN IN THE PLANS DOWNSTREAM OF DRAINAGE SWALES. Iftlim
29. THISPROJECTISINTHENEUSERIVER BASINEACHI. ADVANCE OF ANY LAND DISTURBING ACTIVITY OR DIGGING AND HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR f0. COMPLETE CLEARING AND GRADINGTHEW05ATIONS,TEMPORARADED.SHAPEHINDCLTHERWI EDRAISWHEN VICINITY SKETCH
30.BEFORE ERECTING ANY STRUCTURE EACH INDIVIDUAL PROPERTY OWNER SHALL VERIFY THE TRENCHING. COMPLETE AND ON SCHEDULE.THE WORK AREA SHALL BE GRADED,SHAPED,AND OTHERWISE DRAINED IN
STRUCTURE IS NOT WITHIN THE 50 FOOT STORMWATER RIPARIAN BUFFERS BY MEASURING FROM 1"=Y000'
2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORE
SUCHAMANNER AS TO MINIMIZE SOIL EROSION,SILTATION,OF DRAINAGE CHANNELS,DAMAGE TO EXISTING
THE TOP OF BANK OF THE STREAM AS SHOWN ON THE PLAN.FOR DEFINITION OF TOP OF BANK, VEGETATION,AND DAMAGE TO PROPERTY OUTSIDE THE LIMITS OF THE WORK AREA.
3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO
CONTACT WASHINGTON REGIONAL NCDEMLR OFFICE DIVISION OF WATER DUALITY 910..6.0431. PERSONNEL EQUIPMENT AND/OR EXISTING FACILITIES IN THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND 11. LEAVE THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCH IMMEDIATELY AFTER EACH PHASE 7
31. THIS SUBDIVISION CONTAINS NO KNOWN PROPERTY OR BUILDINGS WITHIN OR ADJACENT TO THE SPECIFICATIONS. CLEARING OF THEBBING IS COMPLETE. z
SUBDIVISION THAT IS LOCATED ON THE NATIONAL REGISTER OF HISTORIC PLACES. q_ EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDESITEE MECHANICAL, 12 FAILURE OF CONTRACTOR TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL DEVICES SHALL
32.ALL PROPOSED ELECTRICAL,CABLE,TELEPHONE,OTHER COMMUNICATION WIRING,AND GASRESULT IN THE CONSTRUCTION ACTIVITIES BEING HALTED UNTIL SUCH TIME AS THE MEASURES ARE •
ELECTRICAL AND MISCELLANEOUS STRUCTURES.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE AND BE FAMILIAR 14.1 tz
UTILITIES TO BE DESIGNED AND PROVIDED BY OTHERS. CONSTRUCTED AS APPROVED.
WITH EXISTING CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION WORK FOR THIS PROJECT.IF CONDITIONS ENCOUNTERED DURING
as ALL PROPOSED ELECTRICAL,CABLE,TELEPHONE,AND OTHER COMMUNICATION WIRING SHALL BE 13. ANY FILL MATERIAL NECESSARY TO COMPLETE PROJECT GRADING WHICH IS NOT ABLE TO BE GENERATED
EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
INSTALLED UNDERGROUND. 5. ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND FROM THE SITE SHALL BE OBTAINED FROM AN APPROPRIATELY PERMITTED BORROW FACILITY.
34. STATE OF NORTH CAROLINA SEDIMENTATION AND EROSION CONTROL PERMIT REQUIRED. 14. ANY EXCESS MATERIAL HAULED OFF-SITE WHICH IS UNABLE TO BE USED IN SITE GRADING SHALL BE
IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. SCHEDULE DI=DRAWINGS �-
35. STATE OF NORTH CAROLINA STORMWATER PERMIT REQUIRED. EXPORTED TO AN APPROPRIATELY PERMITTED BORROW FACILITY. (elY
36.PROPOSED PROJECT IS LOW DENSITY 6. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM SHEET NAME
THE LOCAL AUTHORITIES.ALL BURN PERMITS SHALL THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN. ^`
37.NCDOT ENCROACHMENT AGREEMENTS REQUIRED 1 COVERVICINITY V/
38.NGDOT ACCESS PERMIT AND SUBDIVISION PLAN APPROVAL REQUIRED. 7. NO OPEN BURNING OF CLEARED DEBRIS SHALL OCCUR WITHIN 500 FEET OF AN OCCUPIED RESIDENCE. MAINTENANCE SEQUENCE 2A SHEET INDEX ^^
39.PUBLIC WATERSUPPLY(PWS)PERMITISREQUIRED.PROPOSEDWATERFACILITYLOCATIONSARE 8. ASBESTOS OR HAZARDOUS MATERIALS,IF FOUND ON SITE,SHALL BE REMOVED BYA LICENSED HAZARDOUS MATERIALS CONTRACTOR. 1. THE FIELD CONTACT FOR THE MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL DEVICES SHALL Q W``
CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED. 2B BOUNOARYAND LOT DATA
AS SHOWN. BE THE CONTRACTOR'S SUPERINTENDENT.
9. CONTRACTOR SHALL PROTECT ALL CORNER PINS,MONUMENTS,PROPERTY CORNERS,AND BENCHMARKS DURING DEMOLITION ACTIVITIES.IF 3A-3D EXISTING SITE PLANS
40. WASTEWATER IS BY INDIVIDUAL SEPTIC SYSTEMS. 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
41. WATER MAINS AND SERVICES ARE AS SHOWN. DISTURBED,CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. 4A-4D SITE 6 WATER PLANS I....f0. CONTRACTOR SHALL ADHERE TO ALL LOCAL,STATEFEDERAL.AND OSHA REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT,BUT IN NO CASE LESS THAN ONCE EVERY
42.PROPOSED STORM DRAINAGE SHALL BE EITHER NCDOT APPROVED REINFORCED CONCRETE PIPE WEEK ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 5A-50 GRADING 6 DRAINAGE PLANS
OR NCOOTAPPROVED HIGH DENSITY POLYPROPYLENE PIPE. UTILITIES. 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUTBINCHES 6-16 ROADWAY PROFILES
43.KNOWN EXISTING AND PROPOSED EASEMENTS ARE AS PROVIDED IN THE PLANS. 11. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE NCOOT STANDARDS,AND AS
44.SOIL DISPOSAL AND DEBRIS WILL BE HAULED,AS REDD. REQUIRED BY LOCAL AGENCIES WHEN WORKING IN AND/OR ALONG STREETS,ROADS.HIGHWAYS,ETC.IT SHALL BE THE CONTRACTOR'S DEEP AT THE FENCE.THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. 17 ROADWAY&GRADING DETAILS
45.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY BOIL CONDITIONS PRIOR TO CONSTRUCTION RESPONSIBILITY TO OBTAIN APPROVAL AND COORDINATE WITH THE LOCAL AND/OR STATE AGENCIES REGARDING THE NEED,EXTENT,AND 4. THE CONTRACTOR SHALL MAINTAIN INSPECTION AND MONITORING RECORDS BY COMPLETING NC OEMLR 18 DRAINAGE DETAILS CZ)
6CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH NCDOT COMPACTION STANDARDS FOR ALL LIMITATIONS ASSOCIATED WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES. SELF-INSPECTION MONITORING FORMS WEEKLY AND/OR AFTER RAIN EVENTS. 19A-193 WATER SYSTEM DETAILS
STREET CONSTRUCTION. 12. CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION 5 REFER TO INDIVIDUAL EROSION CONTROL DEVICE DETAILS FOR SPECIFIC DEVICE INSPECTION AND 20 EROSION CONTROL DETAILS
46.SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND SWALES AND TO STABILIZE SIDE ACTIVITIES MAINTENANCE REQUIREMENTS. 21 SEEDING&NCG0I DETAILS
SLOPES PER THE STATES EROSION CONTROL SPECIFICATIONS. 13. CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS WITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE. 6. PRIOR TO CONTRACTOR LEAVING SITE,ENTIRE SITE SHALL BE SEEDED AND INSPECTED.ANY DEFICIENT 22 NC HWY 55 WIDENING PLAN
`47.ALL HOMES TOONLY FACE STREETS WITH AT LEAST MINIMUM BUILDING SETBACK. 14 TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE REMOVED SHALL BE PROTECTED AREAS STABILIZED ACCORDINGLY ._
i TYPICAL SYMBOLOGY LEGEND T PROJECT REVISIONS T �Tu
NO. DESCRIPTION BY DATECOVER& VICINITY
Boundary ones - - Proposed 2"Water Mains ❑ADS Proposed Area Drain h. Temporary Construction Entrance PROPERTY OWNER&DEVELOPER FINAL DRAWINGS
---- setback ones - - Proposed s"ware,Mains -sr - COPYRIGHT 02024 BY THOMAS ENGINEERING,P.A. 1 STREAM END ADJUSTMENTS JGT 02.15.24SITE IMPROVEMENTS
p ❑ce-u Proposed Catch Temporary Silt CUTTER BAY DEVELOPMENT,LLC Released for ermits
ALL RIGHTS RESERVED.THESE DRAWINGS AREP only,
--- Centerlines Proposed water Service pro osed srorm pie -Lo - Limits of 2 NCDOT COMMENTS JGT 03.14.24 PO BOX 3435111
p p p INSTRUMENTS OF SERVICE AND AS SUCH REMAIN not released for co truetion.
Lot ones 6 Corner Nodes N Proposed Water Valve&Box en Permanent Stone Outlet Protection ® Temporary Check Dam THE PROPERTY OF THOMAS ENGINEERING,P.A. GREENVILLE,NORTH CAROLINA 27836 FOR
uroe Drainage Easements Proposed Reducer S-ttD-u Proposed Swale or Ditch ® Temporary coo-Fiber Wattle NEITHER THIS DOCUMENT NOR ANY PART OF THIS PHONE:[phone] x107 ruun❑ r our
DOCUMENT MAYBE REUSED,REPRODUCED OR [e-mail] GINE�jn6 `1:0•CARS`,r CUTTER BAY
, 404 Wetlands 6--0� Proposetl E.of Line Blowoff - Flow Direction ® Temp.Hardware Cloth Gravel Inlet Prof. 5,` "rc,. s't
TRANSMITTED IN ANY FORM OR BY ANY MEANS, V` I `4' lr,f SUBDIVISION
-AFL- 7saec(sees Setbacks Proposed Flushing Hydrant Assembly �� sin Fence wi Wattle Donor CONSULTING ENGINEER ? ,o800.14 „o�p,SS 9:
ELECTRONIC OR MECHANICAL INCLUDING BUT NOT �!
- - 50'Riparian Buffers /////Proposed Ductile Iron Pipe(Pro file Views) =SBft Temporary Skimmer Sediment Basin �`A`� :Q'i `Y'•
LIMITED TO PHOTOCOPYING,MICROFILMING AND THOMAS ENGINEERING,P.A. 3F' SEAL s' 0E. = L tVA- TOWNSHIP NO.2-PAMLICO COUNTY-NORTH CAROLINA
'.�_ ins-yc Soo-yr,6 Elev.Flood Lines(As NOIed) ®STD temporary sediment trap RECORDING,OR BY ANY INFORMATION STORAGE P.O.BOX 1309-1316-B COMMERCE DRIVE '- :z C-438 . ' ^ - 0147
1o.X 70'Sight Triangle i1HHHH1III Temporary Coir Fiber Baffle AND RETRIEVAL SYSTEM,WITHOUT PERMISSION IN NEW BERN,NORTH CAROLINA 28563 '9 .,,,,- 17 SCALE:AS SHOWN DATE:01.29.2024
10
-- - Existing Topography contours r temporary Diversion Ditch WRITING FROM THOMAS ENGINEERING,P.A. OFFICE:252.637.2727 FAX:[phone] ,CA .`' ' O '., 7L Ft, Q.
Proposed Contours I I 50'In-lieu Vegetated Buffers [e-mail] .,*1963*`,. 8e�`�
1 1 ruun `\` ,TC.rrT y. 1PROJECT#.2008-006 SHEET: 1Df 22